Komputasi Data Multibeam Sonar untuk Perencanaan Pembangunan Jembatan Selat Sunda.

Abstract

The bridge is a construction for marine transportation facility. The Indonesian Government initiated will carry out the largest projects to build a bridge at Sunda Strait on 2014. The bridge construction will take quite a long time, therefore effort should be made to obtain relevant information to the construction of the bridge is running efficiently. The purpose of this research is to apply the instrument hydroacoustic of multibeam sonar to measure sea water depths and to map the distribution of sediment types. Survey conducted in Sunda Strait on the coordinates of 5052’-6002’S and 105045’-106054’E. Data acquisition done by using hydrostar software. Bathymetry data was processed with Caris HIPS&SIPS. Data amplitude was processed with MB Systems to make sediment classification. Tides in research area is mixture type, where tidal type is suitable for the construction of the bridge was held because tidal type has a relatively small effect on the scatter and distribution of sea floor sediments. Depth research area have range from 17,5-175 m, there are several ridge sea that can be used as a laying pole bridge. There are two locations considered suitable on location 1 and 2, where both the location is ridge sea with depth range17-35 m. The type of sediment obtained by processing data amplitude and core of sample sediment. The types of sedimen in research area are silty sand, sandy silt, sand and rocks. Sediment is dominated by sandy silt with percent coverage of 49%. Location 1 and 2 have a sandy silt sediment. The pole type that fits is the pillar of the prisoner's coherency between the pole to the ground (Friction piles), when the pole to stick on the ground with powerful high friction values such as sand, then load that is accepted by the mast will be withheld based on friction between the pole and the land around the pole.